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Mr. Sandi De Jong <br /> October 10, 2006 <br /> Page 0> <br /> 4.6 Impact of Nitrate goading to Nearly dater. Sources <br /> Based on the method anal assumptions described, the result of the nitrate loading balance indicates <br /> that the proposed development on die proposed paxccl.s should not cause a build up of nitrates in <br /> the;agwdet above 10 mg/.T_-N. <br /> Since the Site is relatively flat,we do not predict that percolating effluent will affect any surface <br /> water resources. <br /> 5.0 DISCUSSION OF NITRA'T'E LOADING RESULTS <br /> 5,1. Total Nitrate Impact <br /> Based on the method and assumptions described,it is our opinion that the nittate loading <br /> calculati.00. of the proposed development on the parcel should not cause a build up of nitrate m the <br /> ground wate.t above 1.0 mg/L-N over the long term. <br /> 5.2 Methods of Mitigation <br /> Becai se of the favorable result of the nitrate loading calculation,no mitigation measures arc <br /> warranted_All wastes associated with cheese malting are to be hauled off the sits. <br /> 6.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Our office concludes that the Site is suitable for development with the use of the existing system <br /> system. 11.1.1 septic systcm construction should follow the San Joaquin County On-Site l.Pastmater <br /> Disposal S>ardardi'where applicable. <br />